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V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 11 (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.)4111,- WWF OR FIBERMESH PRE ENGINEERED WOOD ° ° TRUSS @ 24" O.C. U.N.O. -a I I-111=1 I I— m I I —III —I 11=1 I _, HURRICANE ANCHOR @ EACH ' I-1 11=1 I I-1 I I—i ° • I �I I I 11=1 I I' TRUSS (SEE UPLIFT SCHED,) W/ ° 12 METAL PL. UNDER EA. TRUSS Z P. MOISTURE BARRIER ~I I I LEII �I 111=1 I 111=1 I r VARIES -1 11=, �1LI I I II I II I II I I I II' SHINGLE ROOF ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIESAk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.01e 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR G/S3 FOR ANCHOR z z STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 ARCHITECTURAL w/ (10)10d NAILS FINISH TYP. 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN o p FOR CLARITY ° FOR LOCATIONS) p 1x4 P.T. BASE NAILER p 4"x4"INSPECTION D 3 1/4" BASEBOARD PORT AT EACH NOTE: g `FOR BEARING WALL FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR I 1 11 MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR "_i=1 111 MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. W W1.4XW1.4 WWF OR = 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" r ,v 7�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 51810 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 11111) 2"0x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W! IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS. 2/ 6 x 6 W1.4 x W1.4 ELEV. -11/2" WWF OR FIBERMESH WWF OR FIBERMESH ~ 31/2"MIN. 31/2"MIN. A.F.F. S o - ° ° ° ' _�_�- 1/2"(min.)- 4" - ° ° . 9'' I—I�T1/2"(min.)- 4, — —I 11=1 Ir 00 31/2"(m'n. 4" — — p • Tom- 31/2"(min.)-4" 0=01 —I I _ _ =TIT 1 I_—�=1TI Tlf--�T ' =1 II I I 1T(I i' �= — ;,I(r — —l1- (2) #5 CONT. T 'r—"' m ''� (2) #5 CONT. 4� T "g 4" 1'-4" 8" U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GOC'' 0 ens 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 ��N°o s INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 111(R302.11) ADDITIONAL INFORMATION c.1 LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 10) 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1i4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP 124" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH Q BOLTS 6" MAX FROM `" 2x P.T. PLATE WEEP SCREED INSTALLED BAR o END OF 2" x PLATE PER MFR INSTRUCTIONS ASSUMED FINISHED E #3 OR #4 REINFORCING BAR 0 ° GRADE „ ° ° ° ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e T D co FINISH GRADE °O (GRADE 60 MIN. Fy= 60ksi] g ° g CO —' —.I I i I I A D - 25" MIN. LAP [30" MIN. LAP] w I ' I T� — ° • D O° 6 MIL VAPOR BARRIER T�I D °• °I I TI #5 REINFORCING BAR R 1 7/8" 0? 7777 11 All III `�I ' =1Ti 1-111-111=1I1=1I1—I11 N z 71111 117EI I F 1 I 1=1 11=1 11= I • � TrT r � 051 AP SPI ICF ° D I —III —III —III —III —III —II ° 111=111 (11-11 I 11 I-111- `" COMP. SOIL. (COMPACTED TO 1111 =111 —=1 1=1 1=111i' T D1557) 95% MODIFIED PROCTOR ASTM 11 1- =III=III=1 11=III=III=III=III=III I Iml i 1n r 111_1 i 1_111_111_11 I-111-111-111=i =4" V-4" —III—III—I 11=III=III-III= I l i CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL '0 SLAB INFORMATION. � 04 = r ° 1, ° ° [ 0 6x6W1.4xW1.4 ° 6 MIL VAPOR ° _ Z 31/2" WWF OR FIBERMESH 4„ ": I I I min.) BARRIER 4 g ° ° a I I I— r ° COMP. SOIL. ° (COMPACTED TO 95%j ITfI MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT._/3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 11 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS 'T z co '. ,1 I I I I I I 1 .1 I I I I ' I I Tl•I 1 I —I Irr LTT --I "111TiT� ± a •�'w' 4" I 50 �i�11T I � �i�•' I I I —I .Ile.� ... '; ' SEE A/S3 OR J/S6 _ 111 I II 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" 1 STORY) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" GRADE 1 �1I—ICI ICI—r 7771 #5 REBAR w/ OPT. .,REEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV � M N• • • a - -I 4; I I co 1=1 11=1 I F S I� II 1 • .,:� •'. �. III= SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT A • ' a, ¢ INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB E - M 6 MIL VAPOR — BARRIER — I �- 11 — j=�111j=�T11'-7TTf =1•I I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 26011 6x6W1.4xW1.4 N _ WWF OR FIBERMESH Cl) 1 1Tf—TTf—T�— T1 (2) #5 CONT. =1 I I� 11I ON 3" CHAIRS 8" 8" (TYP.) 1'-4" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 11 NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS - ° SEE PLAN FOR CONNECTION INFO TOP OF BEAM % x & LAYOUT DESIGN M ° ° SEE ROOF PLAN — — —° a A ° a ° • FL-r (2) HTS20 FOR STRUCTURAL -r _ LIB- I �1=�T��II BEAM SIZE & N 4 —1 CONNECTION INFO r> 2x4 #2 SYP P.T. FRAMING w! MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE �1 OPTION 1 w Q SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2x4 #2 SYP P.T. FRAMING w! MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE �1 OPTION 1 w Q SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 LU I —I11=III—III—III —III—III—=— FOOTINGUj =11 III —III —III —III —III III=1 I=1 1I- 11=III=III=III=1 „� -111=1 I— BEYOND PAD REINFORCEMENT I1 I I—III—i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 I� �I ' 1 (r • U 10, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. MEWANNammmWCD W Q E 0� co,� 4N N L v 0 5 o�,D N 4k W a C-, m y u. a Y J , a s z =�� K 0o li '@ N (D a' O J ¢a d W Z 00 a Z N Cl) Z OUvJN a N O W ❑ ❑ ❑ M N z N M og z � N z iz Q U) N N M z cD o u- a--+ L Q A t0 U O w o N c IN �N LL J J y — pE 0 8 i zr L (n a —o c N O, o w M Cl) J Z¢ � Z � LL, (U E z o o > a N a Z® ❑a I_ (0 x ° D o O o� D i a0 ¢o adoZ ww J Vi � UY U N m0 of Z ° Qz (A a a o< z z Z 5° <o �w k �j o o z� w< 3 =ti o � a r O- c> 3 O � > Lo � O CU CU 0 > U Ln N > o O CL C m T (6 O = 04 r � T r LO � N W N OM o z Z E O Cn N cc c m a E U0 .a ui Q co� = a JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. S3 (MONO)